Construction Of 01 No 132 Kv Tss Bay Extension Of Crb Switchyard At 132 Kv Sub Station Anandnagar
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Bid Submission
09 Dec 2020
0 days left
EMD
93000
Bank guarantee accepted
Document Fee
4720
Non-refundable
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Online
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Competition Type
NCB
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Tender
Location / State
Anandnagar → Uttar Pradesh
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Not Available
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Project Description
Construction Of 01 No 132 Kv Tss Bay Extension Of Crb Switchyard At 132 Kv Sub Station Anandnagar
BOQ
| Name of Work: Construction of 01 No. 132 KV TSS Bay Extension of CRB & Switchyard at 132 KV Sub Station, Anandnagar. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) | BI01010001010000000000000515BI0100001113 | 300 | Cu.M |
| 2 | 2 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits, not exceeding 0.5M in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to reqd. levels and slopes. (CSI No. 4.03) | BI01010001010000000000000515BI0100001114 | 5 | Cu.M |
| 3 | 3 | Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05) | BI01010001010000000000000515BI0100001115 | 20 | Cu.M |
| 4 | 4 | Clearing jungle including uprooting of rank vegetations,grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. (CSI No. 4.08) | BI01010001010000000000000515BI0100001116 | 1000 | SqM |
| 5 | 5 | Earth filling under floors and/or sub station area including cost of earth when obtained from outside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10) | BI01010001010000000000000515BI0100001117 | 106 | Cu.M |
| 6 | 6 | Levelling and dressing and making proper slopes including cutting and filling of earth upto a depth 100mm if so required including all labour T&P etc. required for proper completion of the work . (CSI No. 4.11) | BI01010001010000000000000515BI0100001118 | 200 | SqM |
| 7 | 7 | Concrete with 4cm gauge I class brick ballast (class 150) , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 ) | BI01010001010000000000000515BI0100001119 | 12 | Cu.M |
| 8 | 8 | Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a) | BI01010001010000000000000515BI0100001120 | 22 | Cu.M |
| 9 | 9 | Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement,Chopan coarse sand (F.M. 1.8 to 2.5) and 2cm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18) | BI01010001010000000000000515BI0100001121 | 50 | SqM |
| 10 | 10 | Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 1:1.5:3. including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21) | BI01010001010000000000000515BI0100001122 | 50 | Cu.M |
| 11 | 11 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.23) | BI01010001010000000000000515BI0100001123 | 5 | Cu.M |
| 12 | 12 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in slab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.24) | BI01010001010000000000000515BI0100001124 | 16 | Cu.M |
| 13 | 13 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in lighter beams i.e. having span upto 6m , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P .(CSI No. 5.25) | BI01010001010000000000000515BI0100001125 | 10 | Cu.M |
| 14 | 14 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in heavier beams i.e. having span above 6m , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P .(CSI No. 5.26) | BI01010001010000000000000515BI0100001126 | 40 | Cu.M |
| 15 | 15 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27) | BI01010001010000000000000515BI0100001127 | 35 | Cu.M |
| 16 | 16 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in RCC pile caping, gantry walls/column foundations and RCC pedestals., excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work.(CSI No. 5.28) | BI01010001010000000000000515BI0100001128 | 15 | Cu.M |
| 17 | 17 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in RCC T beam-slab and column., excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI No. 5.29) | BI01010001010000000000000515BI0100001129 | 12 | Cu.M |
| 18 | 18 | First class brick (class-150) work in 1:6 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01) | BI01010001010000000000000515BI0100001130 | 22 | Cu.M |
| 19 | 19 | First class brick (class-150) work in 1:6 cement and coarse sand (F.M. 1.8 to 2.5)mortar in superstructure including necessary cutting & moulding of bricks as required & also including honey comb thick works thickness of wall not to be less then 1.½ brick including supply of all materials, labour & T&P etc. required for proper completion of work . (CSI 6.01+6.07) | BI01010001010000000000000515BI0100001131 | 20 | Cu.M |
| 20 | 20 | First class brick work in 1:6 cement and coarse sand(F.M. 1.8 to 2.5) mortar in super structure for walls of one brick thickness.( CSI 6.01+6.07+6.08) | BI01010001010000000000000515BI0100001132 | 15 | Cu.M |
| 21 | 21 | First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03) | BI01010001010000000000000515BI0100001133 | 24 | Cu.M |
| 22 | 22 | First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5)mortar in superstructure including necessary cutting & moulding of bricks as required for one brick thick wall including supply of all materials, labour & T&P etc. required for proper completion of work (CSI 6.03+6.07+6.08) | BI01010001010000000000000515BI0100001134 | 20 | Cu.M |
| 23 | 23 | First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for half brick (115mm) thickness wall including supply of all materials, labour & T&P etc. required for proper completion of work (CSI 6.03+6.07+6.09) | BI01010001010000000000000515BI0100001135 | 20 | Cu.M |
| 24 | 24 | Supply and fixing of 32 mm. thick Shishum wood fully glazed door and window shutter including supply and fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts, locks, handles, springs and/or other fittings but excluding their supply and including fixing the glass panes with putty and necessary screws (Glass panes to be 4 mm thick.)(CSI No. 8.27) | BI01010001010000000000000515BI0100001136 | 10 | SqM |
| 25 | 25 | P/F fully Anodized aluminium fixed glazing with HINDALCO or equivalent extruded standard sections14gauge (2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including providing & fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimum thickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . The rate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surface by means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom member excluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete.( sor 08/2015 ) (CSI No. 8.52) | BI01010001010000000000000515BI0100001137 | 20 | SqM |
| 26 | 26 | P/F fully Anodized aluminium openable window portion with HINDALCO or equivalent extruded standard sections14gauge (2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including providing & fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimum thickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . The rate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surface by means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom member excluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (sor 08/2015) (CSI No. 8.53) | BI01010001010000000000000515BI0100001138 | 11 | SqM |
| 27 | 27 | Same as in item No. 45 but for openable gate/door portion as shown in drawings including cost of hinges and Aluminium fittings like tower bolts, handles, stoppers, push plates, brass body with brass component 6 levers cocealed lock etc of heavy & approved quality and including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.54) | BI01010001010000000000000515BI0100001139 | 5 | SqM |
| 28 | 28 | Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings including Supply and fixing Anodized Aluminium Door fittings like 2 no 150 mm handles,2 no 250 mm tower bolt, 1 no stopper and 1 no 12 mm belan including all materials, labour & T&P etc. required for proper completion of work.(CSI 8.57+8.61) | BI01010001010000000000000515BI0100001140 | 20 | SqM |
| 29 | 29 | Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. (CSI No. 8.63) | BI01010001010000000000000515BI0100001141 | 25 | SqM |
| 30 | 30 | Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01) | BI01010001010000000000000515BI0100001142 | 1 | MT |
| 31 | 31 | TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03) | BI01010001010000000000000515BI0100001143 | 2 | MT |
| 32 | 32 | Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter.(CSI No. 9.07) | BI01010001010000000000000515BI0100001144 | 50 | RM |
| 33 | 33 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work.(CSI No. 9.12) | BI01010001010000000000000515BI0100001145 | 88 | No. |
| 34 | 34 | Fixing and grouting 32/28 mm bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . (CSI No. 9.13) | BI01010001010000000000000515BI0100001146 | 88 | No. |
| 35 | 35 | Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (CSI No. 9.14) | BI01010001010000000000000515BI0100001147 | 90 | No. |
| 36 | 36 | Fixing and grouting 25 mm dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (CSI No. 9.15) | BI01010001010000000000000515BI0100001148 | 90 | No. |
| 37 | 37 | Supply and fixing galvanised mosquito proof jali (16x24 gauge) with M.S. flat of 20 x 3 mm. size, on both sides screwed or welded to window or door frame.(CSI No. 9.18) | BI01010001010000000000000515BI0100001149 | 10 | SqM |
| 38 | 38 | Providing M.S. Frames work, rack etc for R.C.C. Trench covers and edging with M.S. angles and M.S reinforcement including cutting, bending and welding as per approved drawing. The rate is including cost of all labour, materials etc. as required for proper completion of the work. (CSI No. 9.20) | BI01010001010000000000000515BI0100001150 | 2 | MT |
| 39 | 39 | S/F welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of M.S angle and flat. (CSI No. 9.22) | BI01010001010000000000000515BI0100001151 | 20 | SqM |
| 40 | 40 | S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 M high including fixing to vertical posts, horizontal runners with 10mm dia. 40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for proper completion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code. (Excluding cost of vertical posts and horizontal runners) (CSI No. 9.23) | BI01010001010000000000000515BI0100001152 | 70 | SqM |
| 41 | 41 | Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) | BI01010001010000000000000515BI0100001153 | 60 | RM |
| 42 | 42 | Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30) | BI01010001010000000000000515BI0100001154 | 200 | RM |
| 43 | 43 | Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (CSI No. 9.31) | BI01010001010000000000000515BI0100001155 | 80 | No. |
| 44 | 44 | Same in item (CSI No. 9.32) 70 above but for auxiliary structure. (labour rate only). | BI01010001010000000000000515BI0100001156 | 90 | No. |
| 45 | 45 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only).(CSI No. 9.33) | BI01010001010000000000000515BI0100001157 | 400 | No. |
| 46 | 46 | Fabrication of template for main gantry foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). (CSI No. 9.35) | BI01010001010000000000000515BI0100001158 | 6 | No. |
| 47 | 47 | Same as above item no. 74 but for auxiliary foundations. (CSI No. 9.36) | BI01010001010000000000000515BI0100001159 | 20 | No. |
| 48 | 48 | 12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07) | BI01010001010000000000000515BI0100001160 | 150 | SqM |
| 49 | 49 | 12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work.(CSI No. 11.09) | BI01010001010000000000000515BI0100001161 | 200 | SqM |
| 50 | 50 | Add for extra labour and materials for plaster over rough face of one brick thick wall. (CSI No. 11.12) | BI01010001010000000000000515BI0100001162 | 150 | SqM |
| 51 | 51 | 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and two parts of approved coarse sand laid in panels finished with 3mm.floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour & T&P etc. required for proper completion of the work. (CSI No.11.13) | BI01010001010000000000000515BI0100001163 | 50 | SqM |
| 52 | 52 | S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in the proportion as recommended by the manufacturer. (CSI No. 11.15) | BI01010001010000000000000515BI0100001164 | 80 | Kg |
| 53 | 53 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (CSI No. 11.16) | BI01010001010000000000000515BI0100001165 | 40 | RM |
| 54 | 54 | 6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for proper completion of the work. (CSI No. 11.17) | BI01010001010000000000000515BI0100001166 | 50 | SqM |
| 55 | 55 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18) | BI01010001010000000000000515BI0100001167 | 400 | RM |
| 56 | 56 | Making drip course (25x12) mm in 1:2 cement and course sand including supply of all materials, labour and T&P etc required for proper completion of work.(CSI No. 11.19) | BI01010001010000000000000515BI0100001168 | 290 | RM |
| 57 | 57 | 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumtion 0.044 bag/Sq.m.) (CSI No. 11.20) | BI01010001010000000000000515BI0100001169 | 210 | SqM |
| 58 | 58 | 2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base PCC (CSI No. 12.02) | BI01010001010000000000000515BI0100001170 | 30 | SqM |
| 59 | 59 | 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04) | BI01010001010000000000000515BI0100001171 | 10 | SqM |
| 60 | 60 | Straight over burnt bricks on edge floor laid dry, joints sand filled, including preparation of base to proper slope and its ramming including supply of all material labour & T&P etc. required for proper completion of the work.(CSI No. 12.09) | BI01010001010000000000000515BI0100001172 | 225 | SqM |
| 61 | 61 | Supply and Laying 8 mm thick glazed floor tiles of Somany, Johnson or equivalent make, of size 300x300 mm, laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and T&P etc. completion required for proper completion of the work. (CSI No. 12.11) | BI01010001010000000000000515BI0100001173 | 8 | SqM |
| 62 | 62 | Supply and Laying 6 mm thick glazed tiles of size 200x300 mm in skirting / dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete,including supply of all materials, labour and T&P etc. completion required for proper completion of the work.(CSI No. 12.12) | BI01010001010000000000000515BI0100001174 | 10 | SqM |
| 63 | 63 | Providing and fixing glass strips of 3.15 mm thickness & 25mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. completion required for proper completion of work. (CSI No. 12.13) | BI01010001010000000000000515BI0100001175 | 10 | RM |
| 64 | 64 | Providing and fixing glass strips of 3.15 mm thickness & 40mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. completion required for proper completion of work. (CSI No. 12.14) | BI01010001010000000000000515BI0100001176 | 15 | RM |
| 65 | 65 | Providing and laying of 20 mm thick granite ( black/ brown) in flooring or skirting ,of approved shade, colour,size and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cement mixed with pigment to match the shade of granite floor including cost of all material, labour and T&P required for proper completion of the work, as per direction of Engineer incharge. (CSI No.12.20) | BI01010001010000000000000515BI0100001177 | 7 | SqM |
| 66 | 66 | S/F 10mm thick Group 25 acid resisting tiles of “Somany” or equivalent approved make in flooring or skirting (confirming to I.S. 4457 - 1967) in ordinary Portland cement and coarse sand in ratio 1:3 with the joints filled with acid resistant cement “Accocide” of A.C.C. or equivalent make acid resistant cement and liquid supplied with cement, mixed in 1:3 ratio to make a workable paste in G.I. Tray. The joints should be kept as 5mm and to be cured for 7 days with dilute HCL (One part acid and three parts of water). Rate should be including the cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 12.22) | BI01010001010000000000000515BI0100001178 | 5 | SqM |
| 67 | 67 | Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint \"Luxol\" or equivalent brand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01) | BI01010001010000000000000515BI0100001179 | 35 | SqM |
| 68 | 68 | As in item 102 above but for every coat after first coat. (CSI No. 13.02) | BI01010001010000000000000515BI0100001180 | 35 | SqM |
| 69 | 69 | Finishing walls with water proof cement paint of approved made like \"Super Snowcem\" or equivalent quality on new work with two coats to give an even shade including supply of all materials, labour etc. required for proper completion of work. (CSI No. 13.17) | BI01010001010000000000000515BI0100001181 | 25 | SqM |
| 70 | 70 | As in item 100 above but for every coat after first coat.(CSI No. 13.18) | BI01010001010000000000000515BI0100001182 | 25 | SqM |
| 71 | 71 | Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20) | BI01010001010000000000000515BI0100001183 | 85 | SqM |
| 72 | 72 | Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including thorough washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22) | BI01010001010000000000000515BI0100001184 | 110 | SqM |
| 73 | 73 | Same as in item no 103 above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23) | BI01010001010000000000000515BI0100001185 | 110 | SqM |
| 74 | 74 | Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) .(CSI No. 13.25) | BI01010001010000000000000515BI0100001186 | 45 | SqM |
| 75 | 75 | Same as item No. 105 but for each additional coat of paint to give an even shade. (CSI 13.26). | BI01010001010000000000000515BI0100001187 | 45 | SqM |
| 76 | 76 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI No. 13.28) | BI01010001010000000000000515BI0100001188 | 450 | No. |
| 77 | 77 | Laying cement concrete road slab consisting of 1 part cement 1.5 part approved coarse sand and 3 part approved 20 mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13) | BI01010001010000000000000515BI0100001189 | 34 | Cu.M |
| 78 | 78 | Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.14) | BI01010001010000000000000515BI0100001190 | 60 | RM |
| 79 | 79 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge.(CSI No. 20.11) | BI01010001010000000000000515BI0100001191 | 450 | No |
| 80 | 80 | Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm for with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.17) | BI01010001010000000000000515BI0100001192 | 12 | RM |
| 81 | 81 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres. (CSI No. 15.01) | BI01010001010000000000000515BI0100001193 | 2 | Cu.M |
| 82 | 82 | Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-Incharge within a distance of 60 metres. (CSI No. 15.03) | BI01010001010000000000000515BI0100001194 | 3 | Cu.M |
| 83 | 83 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer In-charge within a distance of 60 metres. (CSI No. 15.05) | BI01010001010000000000000515BI0100001195 | 4 | SqM |
AI Tender Summary
Tender Timeline
Nov 12, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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